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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.0 LAccepted-AOC | ₹9.0 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | J&J CONSTRUCTIONS L3 | P P CHACKO L1 | T M SCARIA L2 |
|---|---|---|---|---|---|---|
| 1.00MAINTENANCE | ||||||
| 1.00 | OD17915/2026-2027:SCARIFYING the existing Bituminous surface then Spreading/laying and Compacting the
scarified material and preparing a rigid stratum, for preparing WMM surface, using 3 wheeler
80-100kN static roller @16cum/hr etc complete | 800 | sqm | 7.14 ₹5,712 | 6.93 ₹5,544 Lowest | 6.93 ₹5,544 Lowest |
| 1.00 | 4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead | 120 | cum | 3,431.84 ₹4,11,820.8 | 3,332.44 ₹3,99,892.8 Lowest | 3,334.32 ₹4,00,118.4 |
| 1.00 | OD113370/2026-2027:Filling with quarrymuck
Filling up low lying areas with local material /quarrymuck,spreading in layers,levelling the top at site and consolidation by ramming etc complete for improving the CBR value of subgrade | 16 | cum | 867 ₹13,872 | 841.89 ₹13,470.24 Lowest | 842.36 ₹13,477.76 |
| 1.00 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 800 | sqm | 73.54 ₹58,832 | 71.41 ₹57,128 Lowest | 71.45 ₹57,160 |
| 1.00 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 800 | sqm | 17.6 ₹14,080 | 17.09 ₹13,672 Lowest | 17.1 ₹13,680 |
| 1.01 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means Type A (II) Bitumen (S-65) | 800 | sqm | 268.44 ₹2,14,752 | 260.67 ₹2,08,536 Lowest | 260.81 ₹2,08,648 |
| 1.01 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 25 | cum | 8,405.86 ₹2,10,146.5 | 8,162.41 ₹2,04,060.25 Lowest | 8,167 ₹2,04,175 |
Tender Value
₹10.2 L
EMD Value
₹25,388
Closing Date
27 Jul 2026, 4:00 pmClosed
Assistant engineer
LSGD SECTION VELLOOR
Annual Plan-63/26-27 VELLOOR GP Maintanance Of Thavalakulam Health Centre Road
2026_LSGD_861360_1
ET2/AE/LIDEW/VLR/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Velloor
Bank details Registration details
12 documents required · 12 mandatory
₹2,760
₹25,388
21 Aug 2026
18 Jul 2026
28 Jul 2026
18 Jul 2026
27 Jul 2026
18 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1MAINTENANCE | |||||
| 1.001 | OD17915/2026-2027:SCARIFYING the existing Bituminous surface then Spreading/laying and Compacting the
scarified material and preparing a rigid stratum, for preparing WMM surface, using 3 wheeler
80-100kN static roller @16cum/hr etc complete | - | sqm | - | - |
| 1.002 | 4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead | - | cum | - | - |
| 1.003 | OD113370/2026-2027:Filling with quarrymuck
Filling up low lying areas with local material /quarrymuck,spreading in layers,levelling the top at site and consolidation by ramming etc complete for improving the CBR value of subgrade | - | cum | - | - |
| 1.004 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | - | sqm | - | - |
| 1.005 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | - | sqm | - | - |
| 1.006 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means Type A (II) Bitumen (S-65) | - | sqm | - | - |
| 1.007 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | - | cum | - | - |
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